Journal of Hydraulic Structures

Journal of Hydraulic Structures

Journal Statistics:
Number of Volumes: 12
Number of Issues: 38
Number of Articles 261
View Per Article: 624
PDF Download Per Article: 576.97
Acceptance Rate: 48%
No. of Days from Submission to Final Decision (Averaged) 82
Number of Reviewers: 386

Journal of Hydraulic Structures (JHS)

Welcome to the online submission and editorial system for Journal of Hydraulic Structures (JHS).

Journal of Hydraulic Structures (J. Hydraul. Struct.) is a fully open access, double-blind peer-reviewed, electronic and print, the quarterly publication concerned with hydraulics and water resources engineering. The JHS publishes original technical papers and aims to provide an international forum for the exchange of analytical, computational and experimental works in all topics related to Hydraulic Structures and related Water Resources science and engineering.The JHS is published by Shahid Chamran University of Ahvaz, Department of Civil Engineering and supported by the Iranian Hydraulic Association (IHA). It welcomes high quality original research papers from contributors throughout the world. All papers are subject to a peer reviewing procedure.

Types of accepted papers include:

  • Research Articles
  • Technical Notes
  • Case Reports
  • Review Articles

Journal of Hydraulic Structures (JHS) utilizes "Plagiarism Detection Software (iThenticate)" for checking the originality of submitted papers in the reviewing process.

 ....................................................................................................................................

About the Journal:

Publisher: Shahid Chamran University of Ahvaz, Iran

Director-in-Charge: Prof. Ali Haghighi

Editor-in-Chief: Prof. Hamid R Ghafouri

Managing Editor: Dr. Amir Hossein Shafiee

Address: Shahid Chamran University of Ahvaz, Golestan Street, Ahvaz, 61357-43337 Iran

E-mails: jhs [at] scu.ac.ir; jhs.chamran [at] gmail.com

Website: http://jhs.scu.ac.ir

DOI: 10.22055/JHS

Review Time: 4-8 Weeks

Frequency: Quarterly (since Jan, 2020)

Publication Type: Electronic, Print                                                                             

Open Access: Yes

Licenced by: CC BY 4.0

Policy: Double-Blind Peer-Reviewed                                                                             

Language: English

Abstracts Available in: English

Article Processing Charges: No

E-ISSN: 2345-4156

P-ISSN: 2345-413X

Copyright © 2014-2026 Shahid Chamran University of Ahvaz. All rights reserved.

 

 

 

Current Issue: Volume 12, Issue 4 - Serial Number 38, Autumn 2026 

Local scour downstream of compound weirs under free and submerged flow conditions

Pages 1-13

10.22055/jhs.2026.51451.1373

Mohamed Abdelrazek Zidan, Ahmed Abouelfetouh, Ahmed Shwaky, Tarek Hemdan, Fahmy Abdelhaleem

Optimization of Static Operating Rule curves for Gated Spillways of Dams Under Flood Conditions

Pages 42-59

10.22055/jhs.2026.51390.1372

Mohammadreza Masoudimoghaddam, Saman Espahbodinia, Jafar Yazdi, Maedeh Behifar, Jamal Aghayari

Reduction of Scour Around Bridge Piers using Combined Cylindrical Protector and Riprap

Pages 91-103

10.22055/jhs.2026.51695.1377

Ferdous Mirsalari, Mahmood S. Bajestan, Seyed Mahmood Kashefipour, Mohammad Bahrami Yarahmadi, Kheirollah Khodemi

Keywords Cloud

  • Discharge Coefficient
  • Bridge pier
  • Numerical modeling
  • Scour
  • Artificial neural network
  • Sediment transport
  • Submerged vanes
  • Hydraulic jump
  • Energy dissipation
  • climate change
  • Local Scouring
  • Uncertainty
  • Computational fluid dynamics
  • Reliability
  • Experimental model
  • Hydraulic structures
  • Frequency Domain
  • water quality
  • Optimization
  • Scour depth
  • Sensitivity analysis
  • Dam
  • Numerical model
  • Local scour
  • Genetic Algorithm
  • Numerical simulation
  • Stepped spillway
  • Reservoir operation
  • Numerical method
  • ANN
  • ANFIS
  • Energy Loss
  • Groundwater level
  • Scouring
  • Flow-3D
  • Hydrodynamic Modeling
  • 180 Degree Sharp Bend
  • Bed Roughness
  • Ogee Spillway
  • OpenFOAM
  • RSM
  • Water Crisis
  • Vulnerability
  • Free Surface Vortex
  • Stilling basin
  • time domain
  • Sediment
  • Numerical analysis
  • Kriging
  • Water resources management
  • Simulation
  • WEAP model
  • Seismic Performance
  • Multi-Objective Optimization
  • Risk assessment
  • Gravity dam
  • Modis
  • Finite element method
  • dam failure
  • Dam-Break
  • Bridge piers
  • Water Distribution Network
  • Slope stability
  • Concentration polarization
  • Construction Management
  • Flood Control
  • Flow Measurement
  • SWMM
  • flood management
  • Sluice Gate
  • Analytical solution
  • Vertical Intake
  • MIKE 21
  • Rockfill dam
  • Stage-Discharge
  • Side weir
  • Threshold
  • Scour hole
  • Statistical Analysis
  • Transient flow
  • Labyrinth weirs
  • Water inflow
  • the SSIIM-2 numerical model
  • Tunnel
  • Piano Key Weir
  • Karun River
  • flow pattern
  • modeling
  • Sulfate
  • Vegetation
  • MODFLOW
  • urban drainage
  • Free-surface flows
  • roughened pile groups
  • Differential evolutionary optimization algorithm
  • curved vanes
  • Artificial Neural Networks
  • bedload transport
  • spatiotemporal prediction
  • ANFIS-PSO
  • MOF
  • possible flow regimes
  • INFO
  • Streamline Curvature
  • Hydraulic Engineering
  • Numerical Modelling
  • Analytical Hierarchy Process (AHP)
  • Soft Soil
  • TDS
  • Groundwater Monitoring
  • Nonlinear Programing Optimization
  • Inlet intake
  • rainfall intensity
  • effective filter
  • marl
  • Breakwater wall
  • Heat Islands
  • Causes of Delays
  • Tsunami Waves
  • Unsaturated soil
  • Dez dam
  • Tidal asymmetry
  • Brahmaputra River
  • Catalyst synthesis
  • bed suction
  • Junctions
  • Sedimentation pattern
  • Two-Phase Soil
  • Particle Filter
  • Sustainability Indices
  • Lateral Buckling
  • Neural Networks
  • Velocity Contours
  • Inclined drop
  • Fluid pressure
  • Three dimensional
  • Earth dams
  • Bed load height
  • Uplift force
  • Mean velocity
  • Ali Baba forty Thieves optimization
  • Flat area
  • Rosenblueth method
  • Wave surface elevation
  • DRASTIC model
  • Tangab Dam
  • VOF
  • Conglomerates
  • Incompressible smoothed particle hydrodynamics
  • Flood risk
  • Flow-3D numerical model
  • Liquefaction Phenomena
  • Dry
  • Significant Wave Height
  • Vertical gate
  • Building arrangements
  • Fuzzy Rules
  • Vortex core diameter
  • PTV Method
  • Kinect
  • tubular section
  • Smoothed Particle Hydrodynamics (SPH)
  • Critical Acceleration
  • Earth dam
  • blast loading
  • Sediment rating curve
  • Hexagonal algorithm
  • CE-QUAL-W2 Model
  • fast independent component analysis (FastICA)
  • Dolphin-type berth
  • Leakage
  • Crack
  • polypropylene fibers
  • Physical modeling
  • PATs
  • Labyrinth spillway
  • Ductile Anchorage System
  • angled vanes
  • Scenario-based optimization
  • Peer Review
  • GMDH
  • Bed Pattern
  • Wivenhoe dam
  • End Sill
  • Makran region
  • FSL
  • Boundary Integral Equation
  • Reservoir Dams
  • Probabilistic analysis
  • Heavy metals
  • Sediment load risk
  • Input Selection Method
  • Water Circulation System
  • Morphology
  • water hammer
  • Special Issue
  • Courant Number
  • Zayandeh Roud Dam
  • hydraulic design
  • Organic micropollutant